Plan Review Details - Permit 19070081
Plan Review Stops For Permit 19070081
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Rev No 3 Status P Date 2019-12-27 Cont ID  
Sent By shill Date 2019-12-27 Time 08:23 Rev Time 0.00
Received By shill Date 2019-12-27 Time 08:23 Sent To  
Notes
2019-12-27 08:23:48NEW ADDRESS IS 5801 GREENWOOD AVE
  
Review Stop AD ADDRESSING
Rev No 2 Status F Date 2019-12-18 Cont ID  
Sent By shill Date 2019-12-18 Time 16:17 Rev Time 0.00
Received By shill Date 2019-12-18 Time 16:17 Sent To  
Notes
2019-12-18 16:17:44FOR ADDRESSING, PLEASE CONTACT (PREFERABLY VIA EMAIL):
  
 MICHAEL ORIO
 GIS SUPPORT SPECIALIST
 [email protected]
 CITY OF WEST PALM BEACH
 INFORMATION TECHNOLOGY DEPARTMENT
 401 CLEMATIS STREET, WEST PALM BEACH, FLORIDA 33401
 P: 561.494.1080
  
 AFTER AN ADDRESS HAS BEEN ASSIGNED, OR IF IT IS
 CONFIRMED THAT THE ADDRESS WILL REMAIN THE SAME, PLEASE
 FORWARD MR. ORIO'S EMAIL TO [email protected].
  
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2019-09-10 Cont ID  
Sent By rmcdouga Date 2019-09-10 Time 08:52 Rev Time 0.00
Received By rmcdouga Date 2019-09-10 Time 08:52 Sent To  
Notes
2019-09-10 08:54:45THE PERMIT CAN NOT BE ISSUED UNTIL AN ADDRESS HAS BEEN
 ASSIGNED TO THE BUILDING/PROPERTY.
 FOR ADDRESSING, PLEASE CONTACT (PREFERABLY VIA EMAIL):
 MICHAEL ORIO
 GIS SUPPORT SPECIALIST
 [email protected]
 CITY OF WEST PALM BEACH
 INFORMATION TECHNOLOGY DEPARTMENT
 401 CLEMATIS STREET, WEST PALM BEACH, FLORIDA 33401
 P: 561.494.1080
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2020-02-04 Cont ID  
Sent By jwitmer Date 2020-02-04 Time 07:28 Rev Time 0.00
Received By jwitmer Date 2020-02-04 Time 06:53 Sent To  
Notes
2020-02-04 07:28:292017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19070081
 ADD: 5601 GREENWOOD AVE.
 CONT: TBD/ TO BE DETERMINED
 TEL: ??????????????????
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 3RD REVIEW
 DATE: TUES. FEB. 04/ 2020
 ACTION: PASSED
  
 1) NOTICE ONLY. WALK-IN COOLERS REQUIRE THEIR OWN
 PERMIT, REVIEW AND ASSOCIATED FEES.
  
 2) NOTICE ONLY. TRUSS LAYOUT AND ENGINEERING SHEETS ARE
 TO BE REVIEWED BY THE STRUCTURAL ENGINEER OF RECORD,
 SHOP DRAWING STAMP OF APPROVAL AFFIXED BEFORE BEING
 SUBMITTED TO THE BUILDING DEPARTMENT.
  
 3) ROOFING PROVISO: FROM THE DESIGNER OF RECORD:
 SUB-SYSTEM NO. 32 IS WHAT WE ARE USING IN THE NEMO
 REPORT. THE SYSTEM IS AS FOLLOWS: SLOPED PLYWOOD
 DECK-MECHANICALLY ATTACHED DENSDECK PRIME 4X8 SHEETS
 USING #12 SCREWS /3" INSULATION PLATES USING 18
 FASTENERS PER BOARD IN THE FIELD, 27 IN THE PERIMETER
 AND 36 IN THE CORNERS. ADHERE TPO SET IN SOLVENT BASED
 BONDING ADHESIVE. ONCE A GENERAL CONTRACTOR IS
 SELECTED, THE GC WILL ENGAGE THE ROOFING SUB-CONTRACTOR
 TO PRODUCE SIGNED AND SEALED SHOP DRAWINGS, INCLUDING
 CALCULATIONS. THE STRUCTURAL ENGINEER WILL REVIEW AND
 WILL AFFIX THEIR SHOP DRAWING STAMP BEFORE BEING
 SUBMITTED TO THE BUILDING DEPARTMENT.
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2019-12-10 Cont ID  
Sent By jwitmer Date 2019-12-10 Time 13:59 Rev Time 0.00
Received By jwitmer Date 2019-12-10 Time 08:28 Sent To  
Notes
2019-12-10 13:58:592017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19070081
 ADD: 5601 GREENWOOD AVE.
 CONT: TBD/ TO BE DETERMINED
 TEL: ??????????????????
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 2ND REVIEW
 DATE: TUES. DEC. 10/ 2019
 ACTION: DENIED
  
 1) 2ND REQUEST. SEMI- COMPLIED. SHEET 004-A020 LIFE
 SAFETY PLAN UNDER THE HEADING BUILDING DATA THERE IS A
 DISCREPANCY IN WHAT AREA IS CONDITIONED SPACE AND TOTAL
 SQ. FT. AREA BETWEEN THE FLOOR PLAN AND THE ENERGY
 CALCULATIONS PROJECT SUMMARY. THE FLOOR PLAN INDICATES
 4,202 SF WHILE THEY PROJECT SUMMARY INDICATES 4,030 SF.
 THE FLOOR PLAN INDICATES THE TOTAL SQUARE FEET UNDER
 ROOF AS 7,150 SF WHILE THE ENERGY CALC. PROJECT SUMMARY
 INDICATES 6582 SF. DISCREPANCY IN THE FOOTAGE BETWEEN
 THE DOCUMENTS SUBMITTED.
  
 2) SHEET 008-A-100:
  
 2A) SEMI-COMPLIED. THERE ARE DISCREPANCIES IN THE
 REFERENCE FLOOR PLAN AND THE DIMENSION PLAN. THERE
 SEEMS TO BE A DISCREPANCY BETWEEN THE HOURLY RATING ON
 THE WALL BETWEEN THE CREMATORY AND VIEWING ROOM. THE
 WALL IDENTIFICATION TAG INDICATES WALL TYPE P6. THE
 FLOOR PLAN INDICATES A 90 MINUTE RATED ROLL
 DOWN FIRE SHUTTER (FBC-B TABLE 716.5) WITH FUSIBLE
 LINK. A 90 MINUTE OPENING PROTECTIVE WOULD BE FOR A 2
 HOUR FIRE RATED WALL. IT WOULD APPEAR THERE IS A TYPO
 ON WALL TYPE P6 AS A 21 HOUR FIRE RATED WALL. WALL
 SHOULD BE DESIGNED FOR 100 % DESIGN LOAD AND FIRE FROM
 EITHER SIDE.
  
 2B) SEMI-COMPLIED CORRECTING THE TYPO SHOULD RESULT IN
 COMPLIANCE. THE SAME HOLD TRUE FOR THE WALLS SEPARATING
 THE CREMATORY/ RECEIVING # 1 AND THE PROCESSING ROOM/
 ELECTRIC ROOM. THESE WALLS ARE IDENTIFIED WITH A WALL
 TAG P6 (1 HOUR FIRE RATING) WHEREAS THE DOOR 120 IS
 INDICATED IN THE DOOR SCHEDULE REQUIRING A 90 MINUTE
 OPENING PROTECTIVE (FBC-B TABLE 716.5). DISCREPANCY
 BETWEEN WALL AND OPENING PROTECTIVE RATINGS.
  
 2C)(1-2) COMPLIED.
  
 3) COMPLIED
  
 4) INFORMATIONAL ONLY NO REPLY REQUIRED. WALK-IN
 COOLERS REQUIRE THEIR OWN PERMIT, REVIEW AND ASSOCIATED
 FEES.
  
 5-7) COMPLIED.
  
 8) NOTICE ONLY. TRUSS LAYOUT AND ENGINEERING SHEETS ARE
 TO BE REVIEWED BY THE STRUCTURAL ENGINEER OF RECORD,
 SHOP DRAWING STAMP OF APPROVAL AFFIXED BEFORE BEING
 SUBMITTED TO THE BUILDING DEPARTMENT.
  
 9) COMPLIED.
  
 10) SEMI-COMPLIED. SUBMITTED A PRODUCT APPROVAL REPORT
 BUT THERE WERE TECHNICAL SHEETS INCLUDED. PLEASE SHOW
 COMPLIANCE WITH: PLEASE IDENTIFY THE FOLLOWING
 REQUIREMENTS CALCULATING THE AREA (SIDE VIEW) OF THE
 ROOF TOP COMPRESSORS, CONFIGURATION ON STAND, THE MEAN
 ROOF HEIGHT OF THE STAND AND COMPRESSORS, WEIGHT,
 CIRCLED THE DESIGN PARAMETERS IN THE TABLES, ANCHORS
 AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE STAND AND
 THE STAND TO THE ROOF. THE PRODUCT APPROVAL IS TO BE
 REVIEWED BY THE DESIGNER OF RECORD, APPROVED BEFORE
 SUBMISSION TO THE BUILDING DEPARTMENT.
 1ST ROUND OF COMMENTS. SHEET M201 NOTE # 7 MECHANICAL
 CONTRACTOR TO SUPPLY ROOF TOP STANDS FOR COOL CELL
 CONDENSER. THE ROOF TOP A/C STAND PRODUCT APPROVAL WILL
 NEED TO BE SUBMITTED, REVIEWED BY THE DESIGNER OF
 RECORD. PLEASE IDENTIFY THE FOLLOWING REQUIREMENTS
 CALCULATING THE AREA (SIDE VIEW) OF THE ROOF TOP
 COMPRESSORS, CONFIGURATION ON STAND, THE MEAN ROOF
 HEIGHT OF THE STAND AND COMPRESSORS, WEIGHT, CIRCLED
 THE DESIGN PARAMETERS IN THE TABLES, ANCHORS AND UPLIFT
 VERSES MOMENT FOR THE UNIT TO THE STAND AND THE STAND
 TO THE ROOF. THE PRODUCT APPROVAL IS TO BE REVIEWED BY
 THE DESIGNER OF RECORD, APPROVED BEFORE SUBMISSION TO
 THE BUILDING DEPARTMENT.
 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 11-14) COMPLIED.
  
 15) ROOFING PROVISO: FROM THE DESIGNER OF RECORD:
 SUB-SYSTEM NO. 32 IS WHAT WE AARE USING IN THE NEMO
 REPORT. THE SYSTEM IS AS FOLLOWS: SLOPED PLYWOOD
 DECK-MECHANICALLY ATTACHED DENSDECK PRIME 4X8 SHEETS
 USING #12 SCREWS /3" INSULATION PLATES USING 18
 FASTENERS PER BOARD IN THE FIELD, 27 IN THE PERIMTER
 AND 36 IN THE CORNERS. ADHERE TPO SET IN SOLVENT BASED
 BONDING ADHESIVE. ONCE A GENERAL CONTRACTOR IS
 SELECTED, THE GC WILL ENGAGE THE ROOFING SUB-CONTRACTOR
 TO PRODUCE SIGNED AND SEALED SHOP DRAWINGS, INCLUDING
 CALCULATIONS. THE STRUCTURAL ENGINEER WILL REVIEW AND
 WILL AFFIX THEIR SHOP DRAWING STAMP BEFORE BEING
 SUBMITTED TO THE BUILDING DEPARTMENT.
  
 16) IMPACT FEES - DIGITAL SUBMITTALS: PLANS WILL BE
 REVIEWED BY THE PBC IMPACT FEE OFFICE DIGITALLY VIA
 PROJECT DOX UPON NOTIFICATION BY THIS OFFICE.
 NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST FINAL
 FORM. YOU MAY COORDINATE WITH THE IMPACT FEE OFFICE AT
 (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL IMPACT
 FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME THE
 FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM CAN
 BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected] .
  
 17) DIGITAL REVIEWS. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF
 THE REVISION MADE, IDENTIFYING THE SHEET OR
 SPECIFICATION PAGE WHERE THE CHANGES CAN BE FOUND WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR
 ANTICIPATED COOPERATION.
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2019-08-19 Cont ID  
Sent By jwitmer Date 2019-08-19 Time 15:34 Rev Time 0.00
Received By jwitmer Date 2019-08-19 Time 08:15 Sent To  
Notes
2019-08-19 15:34:502017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19070081
 ADD: 5601 GREENWOOD AVE.
 CONT: TBD/ TO BE DETERMINED
 TEL: ??????????????????
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 1ST REVIEW
 DATE: MON. AUGUST 19/ 2019
 ACTION: DENIED
  
 1) SHEET 004-A020 LIFE SAFETY PLAN UNDER THE HEADING
 BUILDING DATA THE LINE FOR MIXED OCCUPANCY IS INDICATED
 AS NO. THIS FLOOR PLAN DOES APPEAR TO BE A MIXED USE
 BUILDING. IN THE 2017 FBC-B SECTION 509.3 AREA
 LIMITATIONS. INCIDENTAL USES SHALL NOT OCCUPY MORE THAN
 10 % OF THE BUILDING AREA OF THE STORY IN WHICH THEY
 ARE LOCATED. THE FLOOR PLAN INDICATES THE TOTAL UNDER
 ROOF AREA IS 7,150 SQUARE FEET. FOR ANY OCCUPANCY OVER
 715 SQ. FT. THE BUILDING WOULD BE CONSIDERED MIXED USE.
 BUSINESS THE COOLER STORAGE ARE OVER 715 SQ. FT. EACH
 AND BOTH WOULD BE CONSIDERED SEPARATE OCCUPANCIES.
  
 2) SHEET 008-A-100:
 2A) THERE ARE DISCREPANCIES IN THE REFERENCE FLOOR PLAN
 AND THE DIMENSION PLAN. THE WALL SEPARATING THE
 CREMATORY/ RECEIVING # 1 AND RECEIVING ROOM # 2 IS
 SHOWN ON THE DIMENSION PLAN WITH WALL TYPES P4 & P7. A
 2 HOUR FIRE RATED WALL. WHEN YOU LOOK AT THE SEPARATING
 THE CREMATORY FROM THE BUSINESS OCCUPANCY THE WALL P6
 IS SHOWN AS A 1 HOUR RATED WALL. THE DOOR SCHEDULE
 SHEET A-500 SHOWS DOOR NUMBER 102 & 109 REQUIRING 90
 MINUTE OPENING PROTECTIVES AS WELL AS A 90 MINUTE ROLL
 DOWN FIRE SHUTTER WITH FUSIBLE LINK. DISCREPANCY IN THE
 HOUR RATING REQUIREMENT AND OPENING PROTECTIVE
 REQUIREMENTS (FBC-B TABLE 716.5).
  
 2B) THE SAME HOLD TRUE FOR THE WALLS SEPARATING THE
 CREMATORY/ RECEIVING # 1 AND THE PROCESSING ROOM/
 ELECTRIC ROOM. THESE WALLS ARE IDENTIFIED WITH A WALL
 TAG P6 (1 HOUR FIRE RATING) WHEREAS THE DOOR 120 IS
 INDICATED IN THE DOOR SCHEDULE REQUIRING A 90 MINUTE
 OPENING PROTECTIVE (FBC-B TABLE 716.5). DISCREPANCY
 BETWEEN WALL AND OPENING PROTECTIVE RATINGS.
  
 2C)(1) THE RECEIVING ROOM # 2 IS INDICATED IN HAVING A
 WALL TYPE P3 & P8 BOTH BEING A 1 HOUR FIRE RATED WALL.
 THE COMMON WALL WITH THE COOLER BEING A 1 HOUR RATED
 WALL BUT THE DOOR INTO THE COOLER DOES NOT HAVE AN
 IDENTIFICATION TAG, NOR A FIRE RATING. IT IS NOT CLEAR
 IF THERE IS GOING TO BE A 45 MINUTE ROLL DOWN FIRE
 SHUTTER OVER THIS OPENING. 107.21.2. ADDITIONAL
 INFORMATION IS REQUIRED.
  
 2C)(2) PLEASE ALSO CONSIDER SECTION 1006.2.2.3.
 1006.2.2.3 REFRIGERATED ROOMS OR SPACES. ROOMS OR
 SPACES HAVING A FLOOR AREA LARGER THAN 1,000 SQUARE
 FEET CONTAINING A REFRIGERANT EVAPORATOR AND MAINTAINED
 AT A TEMPERATURE BELOW 68?F, SHALL HAVE ACCESS TO NOT
 LESS THAN TWO EXITS OR EXIT ACCESS DOORWAYS.
  
 3A) SHEET 008-A-100 WALL LEGEND. IN EACH OF THE WALL
 DETAILS THAT SHOW A FIRE RATED WALL THE DETAILS STATE
 THE STUD GAUGE IS TO BE A 22 GAUGE METAL STUD (MSG). IN
 EACH OF THE UL LISTING GIVEN THEY ALL LISTED A 20 GAUGE
 METAL STUD AS THE REQUIRED GAUGE OF STUD. PLEASE ALSO
 CLARIFY SINCE THERE 2 TYPES OF 20 GAUGE STUDS.
 DRYWALL AND A MINIMUM THICKNESS (MILLS) OF 30 AND 20
 GAUGE STRUCTURAL AND MINIMUM THICKNESS OF 33 (MILLS).
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 3B) PLEASE ALSO CONSIDER THE METAL STUD WALLS WHERE THE
 FIRE SHUTTERS ARE GOING TO BE INSTALLED. SHEET A601
 INDICATES THAT A MINIMUM OF 16 GAUGE STRUCTURAL STEEL
 STUDS ARE REQUIRED TO INSTALL THE ROLLING COUNTER FIRE
 DOOR.
  
 4) WALK-IN COOLERS REQUIRE THEIR OWN PERMIT, REVIEW AND
 ASSOCIATED FEES. INFORMATIONAL.
  
 5) SHEET 014-A300 SECTION 1 SHOWS THE USE OF 2 LAYERS
 OF 2 INCH THICK RIGID INSULATION BELOW THE SLAB.
 TERMITES WILL BE A BIG PROBLEM WITH THE INSULATION
 UNDER THE CONCRETE SLAB. PLEASE REFER TO THE 2017 FBC-B
 2603.8 PROTECTION AGAINST TERMITES. IN FLORIDA,
 EXTRUDED AND EXPANDED POLYSTYRENE, POLYISOCYANURATE AND
 OTHER FOAM PLASTICS SHALL NOT BE INSTALLED ON THE
 EXTERIOR FACE OR UNDER INTERIOR OR EXTERIOR FOUNDATION
 WALLS OR SLAB FOUNDATIONS LOCATED BELOW GRADE.
 EXCEPTIONS:
 1. BUILDINGS WHERE THE STRUCTURAL MEMBERS OF WALLS,
 FLOORS, CEILINGS, ROOFS AND ROOF ASSEMBLIES (TRUSSES)
 ARE ENTIRELY OF NONCOMBUSTIBLE MATERIALS OR
 PRESERVATIVE-TREATED WOOD.
 2. AN APPROVED METHOD OF PROTECTING THE FOAM PLASTIC
 AND STRUCTURE FROM SUBTERRANEAN TERMITE DAMAGE IS
 PROVIDED.
  
 6) SHEET A400 THE BREAK ROOM SINK THE COUNTERTOP DOES
 NOT HAVE THE HEIGHT FROM THE FINISH FLOOR. 2017
 FBC-ACCESSIBILITY CODE SECTION 606.3 HEIGHT. LAVATORIES
 AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE
 HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND.
  
 7) SHEET A401 DETAILS 2A & 2B SHOW THE GRAB BAR BEING
 MEASURED FROM THE CENTERLINE OF THE GRAB BAR NOT THE
 TOP OF THE GRASPABLE SURFACE. 2017 FBC-ACCESSIBILITY
 CODE SECTION 609.4 POSITION OF GRAB BARS. GRAB BARS
 SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES
 MINIMUM AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR
 MEASURED TO THE TOP OF THE GRIPPING SURFACE, NOT
 CENTERLINE.
  
 8) NOTICE ONLY. TRUSS LAYOUT AND ENGINEERING SHEETS ARE
 TO BE REVIEWED BY THE STRUCTURAL ENGINEER OF RECORD,
 SHOP DRAWING STAMP OF APPROVAL AFFIXED BEFORE BEING
 SUBMITTED TO THE BUILDING DEPARTMENT.
  
 9) S2.1 ROOF FRAMING PLAN & M201 MECHANICAL ROOF PLAN
 BOTH SHOW ROOF TOP MECHANICAL UNITS BUT NO DETAILS AS
 TO HOW THE CURB IS TO BE ANCHORED TO THE ROOF FRAMING
 AND HOW THE RTU IS TO BE ANCHORED TO THE ROOF TOP CURB.
 LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP
 EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
  
 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 10) SHEET M201 NOTE # 7 MECHANICAL CONTRACTOR TO SUPPLY
 ROOF TOP STANDS FOR COOL CELL CONDENSER. THE ROOF TOP
 A/C STAND PRODUCT APPROVAL WILL NEED TO BE SUBMITTED,
 REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE
 FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW)
 OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND,
 THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS,
 WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES,
 ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE
 STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL
 IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT.
 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
 11A) SHEET A300 & A301 DETAIL 2 BOTH SHOW THE
 MECHANICAL EQUIPMENT ON THE FLAT ROOFED AREA WITH THE
 ROOF ELEVATION AT 17 FEET A. F. F. PLEASE SHOW HOW
 COMPLIANCE WILL BE ACHIEVED FOR ACCESS TO THE ROOF TOP
 EQUIPMENT.
 2017 FBC-B 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS
 OR ELEVATED STRUCTURES. WHERE EQUIPMENT AND APPLIANCES
 REQUIRING ACCESS ARE INSTALLED ON ROOFS OR ELEVATED
 STRUCTURES AT A HEIGHT EXCEEDING 16 FEET (4877 MM),
 SUCH ACCESS SHALL BE PROVIDED BY A PERMANENT APPROVED
 MEANS OF ACCESS, THE EXTENT OF WHICH SHALL BE FROM
 GRADE OR FLOOR LEVEL TO THE EQUIPMENT AND APPLIANCES?
 LEVEL SERVICE SPACE. SUCH ACCESS SHALL NOT REQUIRE
 CLIMBING OVER OBSTRUCTIONS GREATER THAN 30 INCHES HIGH
 OR WALKING ON ROOFS HAVING A SLOPE GREATER THAN 4 UNITS
 VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE).
  
 11B) IF ROOF TOP ACCESS HATCH IS TO BE USED PLEASE
 COMPLY WITH THE SIZE REQUIREMENTS. FBC-B 1011.12.2.
 ROOF ACCESS, EXCEPTION: IN BUILDINGS WITHOUT AN
 OCCUPIED ROOF, ACCESS TO THE ROOF SHALL BE PERMITTED TO
 BE A ROOF HATCH OR TRAP DOOR NOT LESS THAN 16 SQUARE
 FEET IN AREA AND HAVING A MINIMUM DIMENSION OF 2 FEET.
  
 12) THE INDEX SHEET INDICATES VARIOUS PRODUCT
 APPROVALS, THEY CAN BE DEFERRED UNTIL AFTER PERMIT
 ISSUANCE. 107.3.4.2 DEFERRED SUBMITTALS. FOR THE
 PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS ARE
 DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT
 SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE
 TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 13) REQUIRED PRODUCT APPROVALS: 2017 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 14) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B 1405.13.1
 INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN
 ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.
 FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH
 INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM
 LOADS AND SPACING USED IN THE TESTS.
  
 15) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY
 ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES
 FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL
 LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF
 ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR
 BOTH INSULATION & THE BASE SHEET AS CALCULATED IN
 COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117.
 CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 THE SUBMITTED REPORT NEMO REPORT HAS OVER 100 PAGES OF
 SUB-SYSTEMS AND ASSOCIATED PRESSURES, SOME CAN HAVE
 ENHANCED FASTENING AND SOME CANNOT. PLEASE IDENTIFY
 WHICH SUB-SYSTEM IS TO BE INSTALLED.
  
 16) IMPACT FEES - DIGITAL SUBMITTALS:
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected] .
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.
  
 17) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2019-12-17 Cont ID  
Sent By jpearson Date 2019-12-17 Time 11:13 Rev Time 0.00
Received By jpearson Date 2019-12-17 Time 11:13 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2019-08-16 Cont ID  
Sent By jpearson Date 2019-08-16 Time 09:50 Rev Time 0.00
Received By jpearson Date 2019-08-16 Time 09:50 Sent To  
Notes
2019-08-16 09:50:42CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
 FAC = FLORIDA ADMINISTRATIVE CODE
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR
 SERVICE INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT IS ADEQUATE. NEC 110.9, 110.10
 2. FIRE ALARM, LOW VOLTAGE SYSTEMS, DAS, LIGHTNING
 PROTECTION, GENERATORS, COMMERCIAL HOOD SYSTEMS, WALK
 IN COOLERS, SIGNS, SITE LIGHTING, AND SWIMMING POOLS
 (WHERE APPLICABLE) ARE NOT INCLUDED IN THE SCOPE OF
 THIS PLAN REVIEW. PROVIDE A BLOCK NOTE INDICATING THE
 REQUIRED SEPARATE PERMITS AND PLAN SUBMITTALS FOR ANY
 OF THESE SYSTEMS PRESENT. WPB FBC 105.1, 107.2.1
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE THE PREVIOUSLY
 REVIEWED SHEETS. ONE COPY OF THE PREVIOUSLY REVIEWED
 SHEETS SHOULD REMAIN IN PACKAGE AND BE MARKED OLD
 SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2020-02-04 Cont ID  
Sent By rrossano Date 2020-02-04 Time   Rev Time 0.00
Received By rrossano Date 2020-02-04 Time   Sent To  
Notes
2020-02-04 08:05:11UNDER REVIEW AS FORMAL ENGINEERING SUBMITTAL E19070029.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2019-12-18 Cont ID  
Sent By shill Date 2019-12-18 Time 16:18 Rev Time 0.00
Received By shill Date 2019-12-18 Time 16:18 Sent To  
Notes
2019-12-18 16:18:41CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT
 APPLICATION IF REQUIRED
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE
  
 MAIN PHONE: (561) 822-1200
  
 IF YOU HAVE AN ISSUED ENGINEERING PERMIT, OR A PENDING
 APPLICATION, PLEASE ADVISE VIA EMAIL ([email protected])
  
 *******************************************************
 ******
 COMMENTS FROM PUBLIC WORKS:
  
 1- ENCLOSURE LOCATION NOT SHOWN ON THE SITE PLAN (C-05)
 /ARCHITECTURAL SITE PLAN (A010).
 2- TRUCK SPEC USED FOR THE AUTO TURN (C-14) DOESN?T
 REFLECT OUR FRONT LOADER TRUCK SPEC.
 3- ENCLOSURE DETAILED DRAWING AND SPEC. HASN?T BEEN
 PROVIDED.
  
  
 MATT HEJAZI
 INDUSTRIAL ENGINEER - DEPARTMENT OF PUBLIC WORKS
 1045 CHARLOTTE AVENUE |WEST PALM BEACH | FLORIDA |
 33401
 P: 561-822-2045 ||[email protected]
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2019-07-26 Cont ID  
Sent By shill Date 2019-07-26 Time 16:33 Rev Time 0.00
Received By shill Date 2019-07-26 Time 16:33 Sent To  
Notes
2019-07-26 16:34:04CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT
 APPLICATION IF REQUIRED
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE
  
 MAIN PHONE: (561) 822-1200
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2019-11-15 Cont ID  
Sent By pleduc Date 2019-11-15 Time   Rev Time 0.00
Received By pleduc Date 2019-11-15 Time 13:00 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2019-07-19 Cont ID  
Sent By pleduc Date 2019-07-19 Time   Rev Time 0.00
Received By pleduc Date 2019-07-19 Time 15:51 Sent To  
Notes
2019-07-19 16:38:13THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
  
 1) SHEET A 020 - THERE ARE INCORRECT EDITIONS TO THE
 CURRENT FIRE CODES; NEC 2011 & FFPC 5TH EDITION
  
 THE CURRENT EDITION OF THE NEC IS 2014.
  
 THE FFPC IS THE 6TH EDITION WHICH INCLUDES THE 2015
 EDITION OF NFPA 1 AND NFPA 101.
  
 PLEASE REVIEW AND ENSURE COMPLIANCE AND CORRECT.
  
  
  
  
 2) SHEET A 100 - THERE IS AN INDICATION OF A WALL
 CURTAIN WITHIN RM 119. THERE IS NO INDICATION IF IT
 WILL BE FIRE RETARDENT.
  
 FIRE RETARDENT IS REQUIRED DUE TO HIGH HAZARD AREA.
  
 PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT AND A
 CERTIFICATE OF PROOF WHEN AVAILABLE.
  
  
  
 3) SHEET A 100 - THERE ARE TWO RETORTS INDICATED.
  
 THE INSTALLATION OF THE RETORTS SHALL COMPLY WITH NFPA
 86
  
 PER NFPA 86
  
 CHAPTER 1 ADMINISTRATION
 1.1* SCOPE. THIS STANDARD SHALL APPLY TO CLASS A, CLASS
 B, CLASS C,
 AND CLASS D OVENS, DRYERS, AND FURNACES; THERMAL
 OXIDIZERS; AND
 ANY OTHER HEATED ENCLOSURE USED FOR PROCESSING OF
 MATERIALS AND
 RELATED EQUIPMENT.
 1.1.1 THE TERMS OVENS, DRYERS, AND FURNACES ARE USED
 INTERCHANGEABLY
 AND SHALL ALSO APPLY TO OTHER HEATED ENCLOSURES
 USED FOR PROCESSING OF MATERIALS.
 1.1.2* WITHIN THE SCOPE OF THIS STANDARD, A CLASS A,
 CLASS B, OR
 CLASS C OVEN IS ANY HEATED ENCLOSURE OPERATING AT
 APPROXIMATELY
 ATMOSPHERIC PRESSURE AND USED FOR COMMERCIAL AND
 INDUSTRIAL PROCESSING OF MATERIALS.
 1.1.3 ACLASSAOVEN SHALL BE PERMITTED TO UTILIZE A
 LOW-OXYGEN
 ATMOSPHERE.
  
 PLEASE REVIEW AND PROVIDE THE TYPE PER NFPA AND THE
 RETORT SPECIFICATION SHEETS
  
  
  
 4) THERE ARE NO INDICATIONS OF THE VENTING SYSTEM FOR
 THE RETORTS.
  
 PER NFPA 86
  
 5.4.3 DUCTWORK.
 5.4.3.1 VENTILATING AND EXHAUST SYSTEMS, WHERE
 APPLICABLE,
 SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 1
 THROUGH 5 OF
 NFPA 91, STANDARD FOR EXHAUST SYSTEMS FOR AIR CONVEYING
 OF VAPORS,
 GASES, MISTS, AND NONCOMBUSTIBLE PARTICULATE SOLIDS,
 UNLESS OTHERWISE
 NOTED IN THIS STANDARD.
 5.4.3.2 WHEREVER FURNACE DUCTS OR STACKS PASS THROUGH
 COMBUSTIBLE
 WALLS, FLOORS, OR ROOFS, EITHER NONCOMBUSTIBLE
 INSULATION
 OR CLEARANCE, OR BOTH, SHALL BE PROVIDED TO PREVENT
 COMBUSTIBLE
 SURFACE TEMPERATURES FROM EXCEEDING 160?F (71?C).
  
 IF THE VENTING SYSTEM HAS TO BE DESIGNED OR INSTALLED
 SEPARATELY FROM THE RETORT, IT SHALL BE DONE UNDER
 SEPARATE SHOP DRAWINGS.
  
 PLEASE REVIEW AND PROVIDE DETAILS.
  
  
  
 5) SHEET FP 002 - THERE IS INDICATIONS OF UNDERGROUND
 FIRE LINE.
  
 UNDERGROUND FIRE LINE SHALL BE INSTALLED PER NFPA 24,
 UNDER SEPARATE PERMIT AND SHOP DRAWINGS AND SEPARATE
 FORM FIRE SPRINKLER DRAWINGS.
  
 PLEASE REVIEW AND ENSURE COMPLIANCE AND PROVIDE A NOTE
 OF ACKNOWLEDGEMENT.
  
  
  
  
 6) THERE ARE INDICATIONS OF AN EMERGENCY GENERATOR.
  
 THE GENERATOR SHALL BE SUBMITTED UNDER SEPARATE PERMIT
 AND SHOP DRAWINGS AND COMPLY WITH NEC, NFPA 37 AND NFPA
 110.
  
 PLEASE REVIEW AND PROVIDE A NOTE OF ACKNOWLEDGEMENT.
  
  
  
 7) SHEET E 201 - THE COOLER DOORS DO NOT APPEAR TO HAVE
 EXIT SIGNS OVER THE EXIT DOORS.
  
 THE ONE DOOR THAT DOES NOT HAVE THE ROLL DOWN FIRE DOOR
 SHOULD HAVE AN EXIT SIGN OVER IT.
  
 PLEASE REVIEW AND PROVIDE.
  
  
  
 8) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 9) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 2 Status P Date 2020-02-06 Cont ID  
Sent By gjohnson Date 2020-02-06 Time 11:50 Rev Time 0.00
Received By gjohnson Date 2020-02-06 Time 11:50 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2019-12-17 Cont ID  
Sent By gjohnson Date 2019-12-17 Time 13:37 Rev Time 0.00
Received By gjohnson Date 2019-12-17 Time 13:27 Sent To  
Notes
2019-12-17 13:36:561ST REVIEW:
 2017 FLORIDA BUILDING CODE 6TH EDITION
 2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
 EDITION
  
 GAS COMMENTS:
  
 1. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE
 FBC-2017 FUEL GAS CODE SEC. 304.
  
 2. SHOW TYPE OF PIPING MATERIAL BEING INSTALLED, ALL
 PIPE SIZES, AND THE EHD NUMBER OF CORRUGATED STAINLESS
 STEEL TUBING FOR EACH PIPE SIZE IF BEING USED. WPB
 AMENDMENTS TO FBC SEC. 107.2.1.
  
 3. TYPE OF GAS, (LP OR NATURAL).
  
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-02-06 Cont ID  
Sent By lmarchan Date 2020-02-06 Time 12:16 Rev Time 0.00
Received By lmarchan Date 2020-01-15 Time 14:14 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-12-18 Cont ID  
Sent By shill Date 2019-12-18 Time 16:26 Rev Time 0.00
Received By shill Date 2019-11-13 Time 16:06 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-08-23 Cont ID  
Sent By gjohnson Date 2019-08-23 Time 14:55 Rev Time 0.00
Received By gjohnson Date 2019-07-15 Time 10:51 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2020-02-25 Cont ID  
Sent By lmarchan Date 2020-02-25 Time 15:44 Rev Time 0.00
Received By lmarchan Date 2020-01-31 Time 09:12 Sent To  
Notes
2020-02-25 15:45:07RECEIPT 2020-003771 - $11,410.62 - PAID
 (2020-0226-0201)
2020-01-31 09:12:501/31/20 EMAILED IMPACT FEE OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2019-08-19 Cont ID  
Sent By jwitmer Date 2019-08-19 Time 15:36 Rev Time 0.00
Received By jwitmer Date 2019-08-19 Time 08:15 Sent To  
Notes
2019-08-19 15:36:07IMPACT FEES - DIGITAL SUBMITTALS:
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected] .
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2020-01-27 Cont ID  
Sent By hmoser Date 2020-01-27 Time 14:48 Rev Time 0.00
Received By hmoser Date 2020-01-27 Time 14:41 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2019-12-16 Cont ID  
Sent By hmoser Date 2019-12-16 Time 13:19 Rev Time 0.00
Received By hmoser Date 2019-12-11 Time 14:28 Sent To  
Notes
2019-12-16 13:19:48PLAN DENIED
 1) REFER TO SECTION 306.51 FBC (M) 2017 SLOPED ROOF
 THIS SECTION PERTAINS TO PLATFORMS AND GUARDS FOR
 SERVICE
 REPAIR OR MAINTENANCE ON EQUIPMENT ON ROOF'S WITH A
 3:12 SLOPE OR GREATER.
 2) PLEASE PROVIDE MANUFACTURERS INSTRUCTIONS
 FOR RETORT 1 AND 2
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2019-08-21 Cont ID  
Sent By hmoser Date 2019-08-21 Time 14:51 Rev Time 0.00
Received By hmoser Date 2019-08-20 Time 14:19 Sent To  
Notes
2019-08-21 14:51:02PLAN DENIED
 1) REFER TO SECTION 306.1 FBC (M) 2017
 YOU MUST BE ABLE TO REMOVE THE EXHAUST FANS THROUGH
 THE ACCESS DOORS ON THE HARD CEILING
 2) PLEASE EXPLAIN WHAT THE BAROMETRIC RELIEF DAMPER
 IS FORE ON PAGE M 101 OF THE PLAN
 3) MISSING CEILING RADIATION DAMPERS ON 16 X 16
 DUCT ON EXHAUST FANS 3 & 4 PAGE M 101 OF THE PLAN
 607.3.3.4 FBC (M) 2017
 4) PROVIDE NOA FOR OUTSIDE LOUVERS. SECTION 107 FBC
 2017
 5) REFER TO SECTION 306.5.1 SLOPED ROOF. SERVICE
 PLATFORM AND GUARDS
 2017 FBC (M)
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2020-02-06 Cont ID  
Sent By gjohnson Date 2020-02-06 Time 11:51 Rev Time 0.00
Received By gjohnson Date 2020-02-05 Time 17:25 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2019-12-17 Cont ID  
Sent By gjohnson Date 2019-12-17 Time 12:24 Rev Time 0.00
Received By gjohnson Date 2019-12-16 Time 16:56 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2019-08-23 Cont ID  
Sent By gjohnson Date 2019-08-23 Time 14:50 Rev Time 0.00
Received By gjohnson Date 2019-08-20 Time 16:52 Sent To  
Notes
2019-08-23 14:54:221ST REVIEW: 19070081
 2017 FLORIDA BUILDING CODE 6TH EDITION
 2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
 EDITION
  
 PLUMBING COMMENTS:
  
 1.SHOW HEIGHT OF BREAKROOM SINK SHALL BE MAX 34"SHT
 A400 DETAIL #8. PER FBC ACC 606.2-3
  
 2. SHT. A401 ADDRESS THE FOLLOWING COMMENTS. PER WPB
 AMEND TO FBC 107.2.1
 A)GRAB BARS SHALL BE MEASURED TO THE TOP OF THE
 GRIPPING SURFACE FROM FINISHED FLOOR. PER FBC ACC 609.4
 B)TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT
 OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER. PER FBC ACC 604.7
 C) PROVIDE DIMENSIONS ON THE CLEAR FLOOR SPACE ON THE
 TOILET AND LAVATORY. FBC ACC 604.3.1 ,606.2
 D) THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES
 MINIMUM ON THE OTHER SIDE.FBC ACC 604.5.2
 E) THE HIGH SPOUT ON THE WATER FOUNTAIN SHALL BE 38 MIN
 FBC ACC 602.7
  
 3.SHT. P003 P101 THE FLOOR DRAIN UNDER THE OUTSIDE PREP
 TABLE IS NOT VENTED IT SHALL BE VENTED BEFORE IT
 CONNECTS TO THE BUILDING DRAIN. PER FBC PL 1002.4
  
 5. HOW DOES THE PUBLIC HAVE ACCESS TO THE WATER
 FOUNTAIN IT APPEARS THEY WOULD HAVE TO TRAVEL THROUGH A
 WORK AREA. PER WPB AMEND TO FBC 107.2.1
  
 6. PROVIDE MANUFACTURE SPECIFICATIONS FOR THE
 FOLLOWING.
 A) BOOSTER PUMP.
 B) ASPIRATOR.
 C) ALL BACKFLOW DEVICES THEY SHALL BE LEAD FREE.
  
 7. SHOW ACCESSIBILITY FOR THE SHOWER PER FBC ACC
 608.2.1 / 608.3.1 / 608.4 / 608.5.1 / 608.6 / 609.4
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
Review Stop P-IRRIGATE IRRIGATION REVIEW
Rev No 1 Status P Date 2020-02-06 Cont ID  
Sent By gjohnson Date 2020-02-06 Time 11:50 Rev Time 0.00
Received By gjohnson Date 2020-02-06 Time 11:50 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status N Date 2019-12-10 Cont ID  
Sent By jwitmer Date 2019-12-10 Time 13:59 Rev Time 0.00
Received By jwitmer Date 2019-12-10 Time 08:28 Sent To  
Notes
2019-12-10 13:59:26ROOFING PROVISO: FROM THE DESIGNER OF RECORD:
 SUB-SYSTEM NO. 32 IS WHAT WE AARE USING IN THE NEMO
 REPORT. THE SYSTEM IS AS FOLLOWS: SLOPED PLYWOOD
 DECK-MECHANICALLY ATTACHED DENSDECK PRIME 4X8 SHEETS
 USING #12 SCREWS /3" INSULATION PLATES USING 18
 FASTENERS PER BOARD IN THE FIELD, 27 IN THE PERIMTER
 AND 36 IN THE CORNERS. ADHERE TPO SET IN SOLVENT BASED
 BONDING ADHESIVE. ONCE A GENERAL CONTRACTOR IS
 SELECTED, THE GC WILL ENGAGE THE ROOFING SUB-CONTRACTOR
 TO PRODUCE SIGNED AND SEALED SHOP DRAWINGS, INCLUDING
 CALCULATIONS. THE STRUCTURAL ENGINEER WILL REVIEW AND
 WILL AFFIX THEIR SHOP DRAWING STAMP BEFORE BEING
 SUBMITTED TO THE BUILDING DEPARTMENT.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2019-08-19 Cont ID  
Sent By jwitmer Date 2019-08-19 Time 15:35 Rev Time 0.00
Received By jwitmer Date 2019-08-19 Time 10:14 Sent To  
Notes
2019-08-19 15:35:33ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL
 ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR
 ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS,
 IF ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.
 FASTENER DENSITIES SHALL BE INCREASED FOR BOTH
 INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE
 WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION
 PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 THE SUBMITTED REPORT NEMO REPORT HAS OVER 100 PAGES OF
 SUB-SYSTEMS AND ASSOCIATED PRESSURES, SOME CAN HAVE
 ENHANCED FASTENING AND SOME CANNOT. PLEASE IDENTIFY
 WHICH SUB-SYSTEM IS TO BE INSTALLED.
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2020-02-06 Cont ID  
Sent By gjohnson Date 2020-02-06 Time 11:56 Rev Time 0.00
Received By gjohnson Date 2020-02-06 Time 11:56 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2019-12-18 Cont ID  
Sent By shill Date 2019-12-18 Time 16:25 Rev Time 0.00
Received By shill Date 2019-12-18 Time 16:25 Sent To  
Notes
2019-12-18 16:25:56****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 CIVIL PAGES ARE NOT DIGITALLY SIGNED; UPLOAD DIGITALLY
 SIGNED DOCUMENTS, FS471.
  
2019-12-17 10:26:50ELECTRICAL SHEETS OK.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2019-09-10 Cont ID  
Sent By rmcdouga Date 2019-09-10 Time 08:41 Rev Time 0.00
Received By rmcdouga Date 2019-09-10 Time 08:41 Sent To  
Notes
2019-09-10 08:52:27DIGITAL SIGNATURES FOR SITE PLANS, PARKING LOT, WATER
 AND SEWER DETAILS AND LANDSCAPING COULD NOT BE
 VERIFIED. SIGNATURES WILL BE RECHECKED AT NEXT REVIEW.
Review Stop Z ZONING
Rev No 3 Status P Date 2020-01-28 Cont ID  
Sent By llouie Date 2020-01-28 Time   Rev Time 0.00
Received By llouie Date 2020-01-28 Time   Sent To  
Notes
2020-01-28 14:54:52ZONING APPROVED WITH THE FOLLOWING PROVISOS:
  
 1.) MINOR SUBDIVISION (PLAT) MUST BE APPROVED AND
 RECORDED FOR THE RECONFIGURATION OF THE PROPOSED PARCEL
 PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 (C.O.).
  
 2.) SEPARATE PERMITS REQUIRED FOR: LANDSCAPING,
 FENCE/GATE, GENERATOR, PARKING AREA STRIPING, SITE
 LIGHTING.
  
  
 CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
  
 NOTE:
  
 - SPOKE TO VNOEL AND AVANN ON 12/3/2019. MINOR
 SUBDIVISION (PLAT) MUST BE APPROVED AND RECORDED PRIOR
 TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (C.O.) -
 OK TO APPROVE PERMIT FOR THE CONSTRUCTION OF PERSONAL
 CARE BUILDING.
  
 - REFERENCE MINOR SUBDIVISION APPLICATION (PB 1850) -
 SUBMITTED ON 1/23/20; STATUS: PENDING
  
Review Stop Z ZONING
Rev No 2 Status P Date 2019-11-21 Cont ID  
Sent By llouie Date 2019-12-04 Time   Rev Time 0.00
Received By llouie Date 2019-12-04 Time   Sent To  
Notes
2019-11-21 15:28:06ZONING APPROVED WITH THE FOLLOWING PROVISOS:
  
 1.) MINOR SUBDIVISION (PLAT) MUST BE APPROVED AND
 RECORDED FOR THE RECONFIGURATION OF THE PROPOSED PARCEL
 PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 (C.O.).
  
 2.) SEPARATE PERMITS REQUIRED FOR: LANDSCAPING,
 FENCE/GATE, GENERATOR, PARKING AREA STRIPING, SITE
 LIGHTING.
  
  
 CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
  
 NOTE:
  
 - SPOKE TO VNOEL AND AVANN ON 12/3/2019. MINOR
 SUBDIVISION (PLAT) MUST BE APPROVED AND RECORDED PRIOR
 TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (C.O.) -
 OK TO APPROVE PERMIT FOR THE CONSTRUCTION OF PERSONAL
 CARE BUILDING.
  
  
  
 ** FAILED ** (11-21-2019)
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) MINOR SUBDIVISION (REPLAT) OF THE PROPERTY IS
 REQUIRED PRIOR TO BUILDING PERMIT APPROVAL.
  
  
 NOTES:
  
 * ANY REVISIONS MAY RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
 * ZONE: CS
  
 * REFERENCE: ISPR 19-03
  
Review Stop Z ZONING
Rev No 1 Status F Date   Cont ID  
Sent By pgreilic Date 2019-07-18 Time   Rev Time 0.00
Received By pgreilic Date 2019-07-18 Time 10:13 Sent To  
Notes
2019-07-18 10:14:001.) REQUIRES SITE PLAN APPROVAL
  
 PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]


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